UE 3 CONSTRUCT SUSTAINABLE SIDEWALKS
|
|
- Coral Garrett
- 6 years ago
- Views:
Transcription
1 UE 3 CONSTRUCT SUSTAINABLE SIDEWALKS Rules of the City of New York (New York City Department of Transportation and Department of Parks and Recreation) Proposal developed by the Site & Site Stormwater Committee Summary Issue: Sidewalks have the potential to reduce runoff, mitigate the urban heat island effect, promote the use of recycled materials and increase the longevity of trees. However, city rules and regulations for sidewalks are inconsistent and are, in some cases, impediments to green sidewalks Recommendation: Create a single consistent sidewalk standard that includes permeable strips, water storage capacity, increased planting and recycled materials. Proposed Legislation, Rule or Study The Department of Transportation and Department of Parks and Recreation should revise their sidewalk rules, specifications and details to conform to the standard below. In addition, information on agency websites should be coordinated and made consistent. Proposed Sidewalk Standard: 1. Permeable Strip. Sidewalks shall include a continuous permeable strip at the curb side. The permeable strip shall conform to the following requirements: i. Dimension shall be a minimum of 1/3 the sidewalk width (aka. the distance between the lot line and the curb) but not less than three feet wide along the curb side length of the sidewalk from lot line to lot line. ii. Tree planting Zone within permeable strip: Planting zone shall be the minimum length and depth as defined by DRP in Tree Planting Standards: Sample Tree Pit Configurations, p. 20. Planting zone shall be backfilled with topsoil per same reference standard p Planting may include single tree, grouped trees with or without shrubs or ground covers. iii. Existing trees: Where existing trees are encountered in construction of a new permeable strip, the root mass shall be left undisturbed within the Critical Root Zone. Structural soil shall be placed outside of the Critical Root Zone. iv. Tree Planting Spacing: Trees shall be planted either individually or in groups with a minimum distance of 10 feet on center to a maximum of 25 feet. Other spacing requirements shall be as defined by DOT, DPR, FDNY and MTA with the exception that a pattern book be developed to determine tree spacing from intersections based on sight lines, traffic direction and traffic control. v. The Builder's Pavement Plan shall show all existing trees on the block, indicating the species, and show the proposed new trees, indicating the species. vi. Requirements for non-planted permeable strips: a. Surface material shall be permeable based on DOT material options applicable to neighborhood classification that are in the process of development by DOT. b. Backfill Beyond Planting Zone within permeable strip: Between planting zones and within the full extent of the permeable strip, the backfill shall be Structural Soil as defined by DPR p. 4-7 with a depth no less than 24 inches from finished grade. The use of recycled concrete aggregate shall not be permitted due to its potential to alter the ph of the soil beyond the acceptable range for trees. vii. Requirements for planted permeable strips: a. Within this planting strip, no turf grass shall be permitted. Plants shall consist of: native meadow plantings, low herbaceous grasses or native ground covers, except that street trees within the planting strip shall have a 3 foot diameter/square mulch bed at their base. b. Meadow or other grasses shall be mowed once per year. Exceptions: 1. Sidewalk zones where the distance between the curb and the lot line is less than 9' - 0" wide. 2. Areas within any sidewalk which contain sub grade structures including but not limited to subway vents or URBAN GREEN NYC GREEN CODES TASK FORCE: FULL PROPOSALS UE 3 1
2 structures, critical utility infrastructure, sidewalk vaults, and electrical vaults. 3. Areas within curb cuts. 4. Historic sidewalks constructed of brick or granite or bluestone slabs. 5. Locations where rock is present within 3 feet below sidewalk grade. 2. Sidewalk zone beyond permeable strip shall conform to the following requirements: i. Concrete shall consist of Type lla Portland Cement, fly ash or blast furnace slag, size no.57 stone with recycled concrete, and Type 1A Natural sand. It shall achieve a compressive strength of 3,200 PSI 28 days after the pour. For weather ability, it is to be air entrained, having an air content of 6.5% give or take 1.5%. The concrete mixture shall contain a maximum of 400 lbs. of Portland cement per cubic yard of concrete. After July 1, 2013, this maximum shall be lowered to 300 lbs. of Portland cement per cubic yard of concrete. The aggregate mixture shall contain size no. 57 stone mixed with a minimum of 10% recycled concrete, measured by weight. The recycled concrete shall be no larger than.75 inches, with no more than 1% deleterious material. ii. All unsatisfactory material shall be removed and replaced with suitable material. Organics such as grass and other plant material must be removed. The entire sub base must be compacted until firm. The sub grade should be wet down thoroughly and should be damp at the time of pouring. iii. It is required that a minimum of six (6) inches of No. 3 (1/2 ) stone or gravel, with a minimum of 15% recycled concrete, recycled asphalt, or glass cullet, be placed under the sidewalk. After July 1, 2013, this minimum shall be raised to 25%. The recycled concrete shall be no larger than.75 inches, with no more than 5% deleterious material, and the glass shall be a maximum of.375 inches. Recycled asphalt shall not exceed 5% of the total weight, glass cullet shall be no more than 30% of the total weight, and there is no maximum for recycled concrete. The foundation must be sufficiently compacted. iv. Alternatively, the foundation may be consist of a minimum of six (6) inches of Structural Soil as defined by the Department of Parks and Recreation. Exception: The requirements for use of recycled materials shall be waived if recycled material cannot be obtained for less than a 10% premium over the cost of virgin material. Supporting Information Issue Expanded Sidewalks in NYC make up 8% of the city - over 24 square miles in total. This means that a small change related to the design and structure of sidewalk systems will have significant environmental, micro-climate, and health impacts. New sidewalks are regularly installed, while old ones are constantly being fixed, repaired, and replaced. The Department of Transportation is responsible for regulating sidewalks, while the Department of Parks and Recreation is responsible for regulating the trees planted in those sidewalks. Their jurisdiction overlaps on issues such as the location of street trees, size of tree pits, materials within tree pits, and extent of structural soil within tree pits. Both agencies provide specifications and details (drawings) on tree pits and these documents are not consistent with each other. 1 In addition, the Department of Design and Construction has two sets of specifications for tree pit soil and plantings. The School Construction Authority uses details that are consistent with those of the Department of Transportation, and its own specifications for tree pits. All told, between the various city agencies and public authorities, there are at least 10 sets of inconsistent and sometimes conflicting specifications and drawings for sidewalk trees and tree pits. This proposal would provide one standard sidewalk specification that would increase tree cover, reduce stormwater runoff, and decrease greenhouse gas emissions. It would require that the outer third of all sidewalks be permeable with at least 24"of structural soil below, referred to as linear tree pit. As structural soil is 30% void, it can serve as a repository for storm water; almost all the rain in a 2" storm would be captured by a sidewalk designed to the proposed specification. By reducing stormwater runoff, the permeable strip will reduce flooding in sewers, subways, and roads, and reduce the pollution carried into waterways. It will also provide more root space for trees, ensuring a healthier tree canopy. The specification also proposes that trees be planted closer together, increasing the number of trees in sidewalks. This will reduce urban heat island effect, increase natural shading and cooling through evapo-transpiration, and provide more pleasant sidewalks. Finally, the proposal recommends that sidewalks use a concrete mixture with 50% less cement than typically used. Cement production is an energy intensive process that results in significant carbon dioxide emissions -1 ton of cement causes the release of 1 ton of CO2 emissions. Capping the amount of cement used in NYC sidewalks will reduce greenhouse gas emissions from cement manufacturing, while not decreasing performance. Using recycled material in sidewalks will also increase the amount of construction and demolition that is recycled, and reduce the amount of URBAN GREEN NYC GREEN CODES TASK FORCE: FULL PROPOSALS UE 3 2
3 environmental damage caused by quarrying. Environmental & Health Benefits This proposal will provide numerous environmental and health benefits, including reductions in greenhouse gas emissions, a decrease in stormwater, and a healthier, more widespread tree population. This proposal was found to have a high, positive environmental impact per building and to impact a large number of buildings. It was thus given an environmental score of 3. This proposal was found to have no significant positive health impact. Cost / Savings As described in the Executive Summary, Bovis Lend Lease prepared cost estimates for each Task Force proposal in the context of well-defined construction projects in specific buildings. Where possible, members of the Technical Committees prepared savings estimates for some of these projects and buildings. These cost and savings estimates are presented in the February 1 st draft version of Appendix A. The innate uncertainty in how construction and operation will vary from one building to another, the complexity of the Task Force proposals, and the wide range of applications in which the proposals may be realized mean these figures are truly estimates. This proposal was estimated to increase first capital costs by 0.005%. It was thus categorized as incurring no capital cost increment. Savings will ultimately be derived from reduced energy demand and reduced demand on sewage treatment plants. Precedents City of Los Angeles: Department of Public Works and Environmental Affairs jointly recommend investigation of technologies for permeable pavement systems and associated pilot projects, May US EPA: Advocates for permeable surfaces to control selected pollutants especially Total Suspended Solids, nutrients and metals in the National Management Measures to Control Nonpoint Source Pollution from Urban Areas, November FHWA: Provides diagrams and descriptions of permeable pavements, infiltration trenches and biofiltration in Stormwater Best Management Practices in Ultra urban Setting. 4 Seattle: Currently revising its Stormwater Management Manual for Western Washington to account for advances in urban stormwater management. Anticipated to be passed in late Changes to the current code to include permeable pavement, bioretention and vegetated roofs. LEED This recommendation may assist in achieving various LEED credits. The following credits include options that require planting a portion of the site area with native/adapted vegetation: LEED NC-SS cr.5.1 Site Development, Protect or Restore Habitat; LEED EB-SS CR.4 Reduced Site Disturbance, Protect or Restore Open Space; LEED for Schools-SS cr. 5.2 Site Development, Protect or Restore Habitat; and LEED ND (pilot program)-gct cr.7 Minimize Site Disturbance during Construction. Utilizing recycled concrete will assist in obtaining the following credits: LEED NC- MR cr.4.1 & 4.2 Recycled Content; LEED CI-MR cr. 4.1 & 4.2 Recycled content; LEED EB-MR cr.2 Optimize use of Alternative Materials; LEED for Schools MR cr.4.1 & 4.2 Recycled Content; LEED for Homes MR cr. 2 Environmentally Preferable Products; and credits under the various pilot programs. Additionally, for concrete recycled on site, LEED MR credits relating to Construction Waste Management are available for diverting waste from disposal. Various LEED credits refer to detention facilities to mitigate stormwater runoff. These LEED credits include: NC SS 6.1 Stormwater Design: Quantity Control Option 1B; LEED for Schools SS cr.6.1 Stormwater Design: Quantity Control; LEED ND-GCT cr.9 Stormwater Management; LEED CI-SS cr.1b Site Selection; and LEED for Homes SS cr. 4 Surface Water Management; and LEED EB-SS cr. 5 Stormwater Management. The following LEED credits address mitigation of the heat-island effect through the use of permeable site surfaces: LEED NC-SS cr. 7.1 Heat Island Effect, non-roof; LEED CI-SS cr.1d Heat Island Effect, non-roof; LEED EB-SS cr.6 Heat Island Reduction; LEED for Schools SS cr.7.1 Heat Island Effect, non-roof; LEED for Homes SS cr.4.1 Surface Water Management; LEED ND-GCT cr.10 Heat Island Reduction (pilot program). URBAN GREEN NYC GREEN CODES TASK FORCE: FULL PROPOSALS UE 3 3
4 Implementation and Market Availability There are no known implementation issues for this proposal. Multiple local suppliers carry structural soil and there are many manufacturers of permeable pavements. Notes Mitigation Strategy for Locations Exhibiting Poorly Draining Soils Proper tree planting methods recommend a percolation test in every proposed tree pit. In the condition of continuous tree trenches, percolation tests should be conducted every 50 feet if poorly drained soils are suspected. Poorly drained soils are those that percolate at less than 1 inch per hour. There are multiple mitigating measures that can be employed in this instance. One is the use of a vertical sump drain in which an approximately 8 inch diameter auger drills through the poorly draining soil until it reaches better draining soil. This column is then filled with sand to allow water to move from the poorly draining tree trench into free draining soil below. Another technique is to use underdrainage, or perforated plastic pipe wrapped in filter fabric. This method would use a continuous 4 to 6 inch diameter perforated plastic [HDPE] pipe wrapped in filter fabric with a connection to an outlet pipe or sewer line. A third option is to continuously slope the tree trench to a sump or to an area of better drained soils. A fourth option is to use tree species that are more adapted to periodically saturated soil conditions. Evapotranspiration One of the major benefits of more sidewalk trees is their ability to return moisture (rainfall) back into the atmosphere. A 6-8 inch caliper tree with a crown diameter of 20 feet can extract 6.21 inches of water in a 31 day period in July, or 0.2 inches per day, or 4.19 cubic feet of water per day or 30 gallons per day [Trees in the Urban Landscape, p. 80]. Evapotranspiration is a major mitigating factor in reducing concerns of soil saturation. Rainfall Interception by Trees The leaves, branches and trunks of trees intercept rainfall. Tests demonstrate that a 9 year old tree, 28 feet tall with a 19 foot canopy spread can intercept 68% [58 gallons per square foot] of a 0.5 inch storm event [86 gallons per square foot]. [ Soil Volume Calculations Current Department of Transportation (DOT) standards recommend that trees be planted in a tree pit of 5 feet by 5 feet by 3 feet depth. This is equivalent to a soil volume of 75 cubic feet. The Department of Parks and Recreation (DPR) recommends tree pits be as large as the sidewalk space permits, recognizing limitations of obstructions and required clearances. The current DPR/DOT recommended spacing of trees is Since there is no current provision for continuous trenches between trees, the tree root s ability to extend beyond the tree pit is highly compromised due to our heavily compacted and unsuitable urban soils. The calculation of appropriate soil volume is based on many criteria including the soil quality, water holding capacity, tree canopy at maturity, availability of adjacent soil into which tree roots can expand, microclimate and the like. Research has demonstrated that shade trees in NYC s climate will attain greater height and canopy spread, survive longer, and sustain drought better with more soil volume. This proposal provides the following: Tree Trench Width/Depth On center Tree Spacing Soil Volume per Tree 4 feet x 24 inches cubic feet 4 feet x 24 inches cubic feet 5 feet x 24 inches cubic feet 5 feet x 24 inches cubic feet 6 feet x 24 inches cubic feet 6 feet x 24 inches cubic feet URBAN GREEN NYC GREEN CODES TASK FORCE: FULL PROPOSALS UE 3 4
5 The basic proposal is for a 24 inch deep continuous tree trench backfilled with structural soil beyond the immediate root ball zone. Trees planted initially at larger calipers (greater than 5 inches) will need deeper tree pits, however the trench beyond the root ball can remain 24 inches and retain effectiveness. This is due to the fact that the overwhelming majority of tree roots, particularly the feeder roots, are located within the top 6 to 24 inches of the soil. Roots only grow where the physical and chemical environment is correct in terms of temperature, moisture, aeration, ph, nutrient supply and soil moisture. Furthermore, a continuous trench between trees allows for shared root space so the actual available volume is greater. To date there is no conclusive research that allows a determination as to how much less soil volume can be specified if soil volumes are contiguous, but research shows that tree roots in natural settings extend 2 to 4 times the diameter of the crown. Stormwater Catchment Area of Sidewalk Tree Trench The stormwater catchment area used in the calculations in this proposal assumes a continuous and even cross slope on a sidewalk from the building face to the edge of the trench plus the water falling directly on the trench. Therefore, on a 15 foot wide sidewalk, there would be a 5 foot wide permeable tree trench and a 10 foot wide zone of impervious surface draining into the trench. This assumes in a typical 100 foot long trench a catchment area of 1000 SF of impermeable surface and 500 SF of permeable surface contributing water to the trench. ENDNOTES: 1 CITY OF NEW YORK ADC. LAW (2007) available at (requires a builders pavement plan for new construction or alteration, compliance with Department of Transportation regulations, and compliance with NYC ADC LAW & (2007). The Department of Transportation has "Standard Specifications" dated 1986 and standard detail for tree pit, topsoil and granite block pavement (H-1046) dated These are inconsistent with Department of Parks and Recreation "Tree Planting Standards" dated April 2008.). 2 CITY OF LOS ANGELES, INTER-DEPARTMENTAL CORRESPONDENCE (May 21, 2008) available at eng.lacity.org/.../2008%2f200805%2f /.../ _ag_br_st_san_ce_1_tr1.pdf 3 U.S. EPA, Polluted Runoff,Nonpoint Source Pollution, National Management Measures to Control Nonpoint Source Pollution from Urban Areas (November 2005), 4 U.S. DEP T OF TRANSP., FEDERAL HIGHWAY ADMINISTRATION, STORMWATER BEST MANAGEMENT PRACTICES IN AN ULTRA-URBAN SETTING: SELECTION AND MONITORING (2002) available at (last visited Oct. 20, 2009). URBAN GREEN NYC GREEN CODES TASK FORCE: FULL PROPOSALS UE 3 5
Homeowners Guide to Stormwater BMP Maintenance
Homeowners Guide to Stormwater BMP Maintenance What You Need to Know to Take Care of Your Property Rain Barrel Dry Well Rain Garden Pervious Asphalt Porous Pavers City of El Monte Stormwater BMP Management
More informationSIMPLIFIED APPROACH TO STORMWATER MANAGEMENT FOR SMALL PROJECTS
SIMPLIFIED APPROACH TO STORMWATER MANAGEMENT FOR SMALL PROJECTS Introduction As required by federal and state law, the Borough of Swarthmore has adopted regulations that affect stormwater runoff and surface
More informationAppendix D - Technical Design Criteria for BMPs
Appendix D - Technical Design Criteria for BMPs City of Wayzata Page 3 On-site infiltration features Definitions and Scope: Infiltration facilities are constructed basins or depressions located in permeable
More information4. CONCEPT PLAN DEVELOPMENT
4. CONCEPT PLAN DEVELOPMENT Concept Plan Step 1: Identify Site Constraints and Opportunities Review the existing site to identify constraints and opportunities for GI Practices to meet the RRv. Constraints
More informationAppendices: Glossary. General Terms. Specific Terms. Low Impact Development Approaches Handbook
67 67 General Terms Specific Terms 66 Low Impact Development Approaches Handbook The vocabulary of low impact development is evolving, and many terms are used interchangeably and to describe the same or
More informationToronto Complete Streets Guidelines
Toronto Complete Streets Guidelines 108 110 7.1 Green Infrastructure Design Principles 112 7.2 Context-Sensitive Green Streets 114 7.3 Key Green Street Elements Green infrastructure refers to natural and
More informationWest Norriton Township
West Norriton Township Earth Disturbance and Drainage Permit Application 1630 W. Marshall Street Norristown, PA 19403 Phone: (610) 631-0450 Fax: (610) 630-0304 www.westnorritontwp.org A stormwater permit
More informationInspection and Maintenance of Stormwater Best Management Practices
FAC T S H E E T Inspection and Maintenance of Stormwater Best Management Practices is a general term that refers to vegetated stormwater best management practices (BMPs) that temporarily store rainwater
More informationFACT SHEET: Pervious Pavement with Infiltration
FACT SHEET: Pervious Pavement with Infiltration DESCRIPTION Pervious pavement is a Green Infrastructure (GI) technique that combines stormwater infiltration, storage, and structural pavement consisting
More information5. LOW IMPACT DEVELOPMENT DESIGN STANDARDS
5. LOW IMPACT DEVELOPMENT DESIGN STANDARDS Low Impact Development (LID) requires a shift in stormwater management away from conveying runoff to a small number of downstream points through hydraulically
More information4.5 City of Indianapolis Stormwater Green Infrastructure Guidance: Bioretention (rain gardens) Bioretention Fact Sheet Bioretention Technical Design
4.5 City of Indianapolis Stormwater Green Infrastructure Guidance: Bioretention (rain gardens) Bioretention Fact Sheet Bioretention Technical Design Specification Bioretention O & M Manual Draft Green
More informationGreen Infrastructure Overview
Green Infrastructure Overview Christopher C. Obropta, Ph.D., P.E. obropta@envsci.rutgers.edu Jeremiah Bergstrom, LLA, ASLA jbergstrom@envsci.rutgers.edu February 26, 2016 Water Resources Program NJDEP
More informationPlanning, Design, and Construction of Green Infrastructure.
Planning, Design, and Construction of Green Infrastructure www.water.rutgers.edu What is Green Infrastructure? an approach to stormwater management that is costeffective, sustainable, and environmentally
More informationGreen Infrastructure & Low Impact Development
Green Infrastructure & Low Impact Development CITY OF COVINGTON STORMWATER MANAGEMENT WHAT IS GREEN INFRASTRUCTURE? Green infrastructure uses vegetation, soils and natural processes to manage water and
More informationStormwater Management Techniques WMPF LAND USE TRAINING INSTITUTE MARCH 14, 2018
Stormwater Management Techniques WMPF LAND USE TRAINING INSTITUTE MARCH 14, 2018 Potential Impacts of New Development Urban development can significantly increase stormwater runoff Water quality considerations
More informationCITY OF CLEVELAND GREEN DESIGN GUIDELINES
CITY OF CLEVELAND GREEN DESIGN GUIDELINES SEPTEMBER 18, 2008 PROJECT COMPLIANCE PATH: 1. Approved master plan 2. Approved design district boundaries 3. Approved district design guidelines, Green design
More informationGreen Infrastructure Recommendations For Parks and Public Spaces
Green Infrastructure Recommendations For Parks and Public Spaces Issued by the Jersey Water Works Green Infrastructure Committee And Prepared by Meliora Design This document recommends ways to integrate
More informationPatrick E. Lindemann INGHAM COUNTY DRAIN COMMISSIONER. Towar Rain Garden Drains A Low-Impact Urban Retrofit
: A Michigan Urban Retrofit Low Impact Stormwater Management System What Color is Your Infrastructure? 2011 LID Symposium Philadelphia September 28, 2011 Twenty percent of the world s available fresh water
More informationSmall Town Sustainable Stormwater Solutions
Small Town Sustainable Stormwater Solutions Kathryn Hamilton, RLA, ASLA Westmoreland Conservation District PA/DE ASLA Annual Meeting April 8-9, 8 2011 Urban, Industrial, Residential, Agricultural Flooding,
More informationLesson 2: Stormwater Best Management Practices (BMPs)
Lesson 2: Stormwater Best Management Practices (BMPs) Environmental Stewards Class Christopher C. Obropta, Ph.D., P.E. Extension Specialist in Water Resources 732-932-9800 ext. 6209 obropta@envsci.rutgers.edu
More informationGreen Infrastructure and Low-Impact Development Technologies
Green Infrastructure and Low-Impact Development Technologies The guiding principles of these technologies is to manage stormwater at their sources using natural means, and establish conditions so that
More informationUsing Green Infrastructure To Protect Water Quality
Using Green Infrastructure To Protect Water Quality Green Infrastructure for Revitalization West Union Iowa s Green Street Pilot Project Green Pilot Streetscape Project A Sustainable Vision for West Union
More informationSMALL PROJECTS SIMPLIFIED APPROACH
SMALL PROJECT APPLICATION AND STORMWATER MANAGEMENT DESIGN ASSISTANCE MANUAL FOR SMALL PROJECTS IN FULTON TOWNSHIP LANCASTER COUNTY, PENNSYLVANIA SMALL PROJECTS SIMPLIFIED APPROACH Prepared By: Light-Heigel
More informationCounty of Prince Edward. Stormwater Management Plan. Agreement in lieu of a Stormwater Management Plan
County of Prince Edward Stormwater Management Program Date: E-Permitting Number: This stormwater management plan (Agreement) is hereby submitted by the Owner to specify the methods that will be implemented
More information23.0 Green Roof STORMWATER MANAGEMENT SUITABILITY KEY CONSIDERATIONS
23.0 Structural Stormwater Control Description: A green roof uses a small amount of substrate over an impermeable membrane to support a covering of plants. The green roof slows down runoff from the otherwise
More informationLow Impact Development Site Design
Chapter 4 Low Impact Development Site Design In this Chapter: How site design measures can reduce stormwater treatment measure size Tree preservation and planting Self-treating and self-retaining areas
More informationSite design measures. Chapter. This Chapter explains how site design measures can reduce the size of your project s stormwater treatment measures.
Chapter 4 Site Design Measures This Chapter explains how site design measures can reduce the size of your project s stormwater treatment measures. Site design measures for water quality protection are
More informationSlow it, Spread it, Sink it using Green Stormwater Infrastructure
Milly Archer Water Resources Coordinator Becky Tharp Green Infrastructure Collaborative Slow it, Spread it, Sink it using Green Stormwater Infrastructure Overview Defining LID and GSI Hydrology and impacts
More information2.1.4 Roof Downspout Rain Gardens
2008 SWMM, 2010 Revision City of Tacoma 2.1.4 Roof Downspout Rain Gardens Purpose and Definition Bioretention areas are shallow stormwater retention facilities designed to mimic forested systems by controlling
More informationn1. Design 5.4.6a Urban Bioretention 5.4.6a Urban Bioretention Variations: Planter box, Extended tree pits, Stormwater curb extensions.
5.4.6a Urban Bioretention Variations: Planter box, Extended tree pits, Stormwater curb extensions. Description: Urban bioretention SCM are similar in function to regular bioretention practices except they
More information6.1 Bioretention Areas
SAN MATEO COUNTYWIDE WATER POLLUTION PREVENTION PROGRAM 6.1 Bioretention Areas Figure 6-1. Bioretention Area. Source: City of Brisbane Bioretention areas 1, or rain gardens, are concave landscaped areas
More informationContents. Adapted/abbreviated from GSWMM Coastal Stormwater Supplement, August
CH. 3 STORMWATER MANAGEMENT PRACTICES Contents Soil Restoration... 30 Site Reforestation/Revegetation... 32 Green Roofs... 35 Permeable Pavements... 37 Undisturbed Pervious Areas... 44 Vegetated Filter
More informationUse of Best Management Practices
Use of Best Management Practices Presented at the ANJEC Flood Hazard Workshop Bordentown, NJ March 13, 2008 Stormwater BMPs "a technique, measure or structural control that is used for a given set of conditions
More informationKey elements : Filter Strips must be designed within parameters required by the Fort Wayne s Development Standards/Criteria Manual.
4.4. Filter Strips Filter Strips are densely vegetated lands that treat sheet flow storm water from adjacent pervious and impervious areas. They function by slowing runoff, trapping sediment and pollutants,
More informationAPPENDIX A. Proposed Guidance and LID checklists for UConn and Town of Mansfield
APPENDIX A. Proposed Guidance and LID checklists for UConn and Town of Mansfield 22 Guidance Document for Low Impact Development Best Management Practices for UConn June, 2011 In 2007, the Connecticut
More informationGlencoe Elementary School Parking Lot Retrofit 825 SE 51 st Street
Glencoe Elementary School Parking Lot Retrofit 825 SE 51 st Street Project Summary Project Type: Technologies: Institutional parking lot retrofit demonstration project Vegetated infiltration swale with
More informationSEATTLE PUBLIC UTILITIES Drainage Design Options for street right of ways.
SEATTLE PUBLIC UTILITIES Drainage Design Options for street right of ways. Numerous ecosystem-based functional stormwater quantity and quality design alternatives are possible within the street ROW. Several
More informationSelecting Appropriate Stormwater Control Measures for Your Development Project
Phase II Post-Construction Stormwater Requirements Workshop - February 10, 2014 Selecting Appropriate Stormwater Control Measures for Your Development Project Jill Bicknell, P.E., EOA, Inc. Outline of
More informationMetropolitan Area Planning Council 60 Temple Place, Boston, Massachusetts fax
Metropolitan Area Planning Council 60 Temple Place, Boston, Massachusetts 02111 617-451-2770 fax 614-482-7185 www.mapc.org Serving the 101 Cities Towns in the Metropolitan Boston Region MEMORANDUM TO:
More informationStormwater Runoff and the District of Columbia RiverSmart Homes Defined:
Stormwater Runoff and the District of Columbia Stormwater runoff is rainwater that flows off impervious surfaces such as rooftops, driveways, roads, sidewalks and sometimes even lawns. Stormwater runoff
More informationEdenfield Avenue Green Street Demonstration Project Neighborhood Meeting
Edenfield Avenue Green Street Demonstration Project Neighborhood Meeting Edenfield Avenue Green Street Demonstration Project Neighborhood Meeting Road Reconstruction Elements Grant Background What is a
More informationUrban Water Management and Soils (ESRM 311 & SEFS 507)
Urban Water Management and Soils (ESRM 311 & SEFS 507) Cougar Mtn Regional Wildland Park & Lakemont Blvd, Bellevue WA Lecture Today Some Urban Water management terms Examples of water management in urban
More informationSmall Project Guidance Document
Small Project Guidance Document Introduction If you are considering a relatively small construction project on your property that creates new impervious area and you need to manage the stormwater that
More informationUrban Conservation Practice Physical Effects ESTABLISHMENT, GROWTH, AND HARVEST NUTRIENT MANAGEMENT
NOT WELL 800 - Urban Stormwater Wetlands A constructed system of shallow pools that create growing conditions for wetland plants to lessen the impacts of stormwater quality and quantity in urban areas.
More informationDIVISION 32 EXTERIOR IMPROVEMENTS LANDSCAPING TREES
PART 1 - GENERAL 1.01 SCOPE A. Work covered by this section includes all of the planning, compliance, design, installation, and warranty elements for new landscaping using trees. Contractor shall furnish
More informationBioretention cell schematic key
Bioretention Cells Bioretention cell schematic key 1 3 Hardwood mulch 2 Curb cut 3 18-30 Modified soil 4 Stone aggregate choker layer 5 Stone aggregate base layer 6 Subdrain 7 Undisturbed soil 8 Overflow/Cleanout
More informationReducing New York City s CSOs Using Green Infrastructure
Reducing New York City s CSOs Using Green Infrastructure Think Blue Maine Conference November 21-22, 2013 Portland, ME Anne Kitchell, LEED AP, Horsley Witten Group John McLaughlin, NYCDEP Matthew Jones,
More informationDesign Standards. Green Development. Shadow Studies. Standards. July 2010 Updated October 2014
Urban Design Design Standards Urban Standards July 2010 Updated October 2014 Green Development Shadow Studies Standards Table of Contents 1 Introduction 1.1 Purpose. 6 1.2 Preface.. 7 2 LID Stormwater
More informationThe Engineer/Developer s Perspective on Storm Water Management
The Engineer/Developer s Perspective on Storm Water Management CASE STUDY: An Innovative Approach to Storm Water Management for Small Parcel Site Development Presented by: James B. Leedom, P.E. The Sigma
More informationWest Virginia Stormwater Management Manual: Methods.
West Virginia Stormwater Management Manual: Methods Created to deliver targeted training on new tools and practices to improve the quality of stormwater runoff. www.cbstp.org www.chesapeakestormwater.net
More informationCosts Design Construction Operation Maintenance
LID Considerations Costs Design Construction Operation Maintenance LID Design Manuals New Hanover County, NC San Diego, CA City of Salinas, CA Washington, Puget Sound Partnership San Mateo Conventional
More informationCHAPTER 8. Mrs. Zimman s Class - Central Elementary
SUSTAINABILITY CHAPTER 8 Mrs. Zimman s Class - Central Elementary 8.1 OVERVIEW Green infrastructure also known as low impact development (LID) and environmental or sustainable site design is an environmentally
More informationPlease make the following changes in your copy of the bid proposal for the captioned project:
Charles A. Kilpatrick, P.E. Commissioner September 8, 2014 DEPARTMENT OF TRANSPORTATION 1401 EAST BROAD STREET RICHMOND, VIRGINIA 23219-2000 Order No.: F50 Route: 0501 Project: (NFO) 0501-005-640,C501,B648
More informationTHE FOLLOWING IS AN EXCERPT FROM THE 2011 CITY OF SEATTLE STANDARD SPECIFICATIONS WITH MINOR CORRECTIONS MADE TO SECTION 9-03.SEATTLE.
THE FOLLOWING IS AN EXCERPT FROM THE 2011 CITY OF SEATTLE STANDARD SPECIFICATIONS WITH MINOR CORRECTIONS MADE TO SECTION 9-03.2 THE COMPLETE 2011 EDITION MAY BE FOUND AT: HTTP://WWW.SEATTLE.GOV/UTIL/ENGINEERING/STANDARD_PLANS_&_SPECS/INDEX.ASP
More informationDRAFT DESIGN CRITERIA STORMWATER TREATMENT STANDARDS CITY OF OVERLAND PARK
DRAFT DESIGN CRITERIA STORMWATER TREATMENT STANDARDS CITY OF OVERLAND PARK A. Authority As set forth in the Overland Park Municipal Code (OPMC), Chapter 16.210, the Director of Planning and Development
More informationKeep the Rain, not the runoff! Residential Best Management Practice (BMP) Incentive Program Criteria
CleanSScapes Keep the Rain, not the runoff! Residential Best Management Practice (BMP) Incentive Program Criteria Howard County Office of Community Sustainability, 410-313-0678 CleanScapes Program, www.cleanwaterhoward.com
More informationUSF System Campus Master Plan Updates Goals, Objectives and Policies
2015-2025 USF System Campus Master Plan Updates Goals, Objectives and Policies Tampa Goals, Objectives, and Policies Table of Contents Executive Summary 2015 2025 USF Campus Master Plan Update Introduction
More informationDirectors Rules for Seattle Municipal Code, Chapters Stormwater Code
Directors Rules for Seattle Municipal Code, Chapters 22.800 22.808 Stormwater Code Requirements for Green Stormwater Infrastructure to the Maximum Extent Feasible for Single-Family Residential and Parcel-Based
More informationINFILTRATION TRENCH - LEAKY PIPE
INFILTRATION TRENCH - LEAKY PIPE FLOW PERFORATED CMP OR RCP WITH PULLED JOINTS OVERSIZED PIPE (INLINE DETENTION) PERFORATED CMP OR RCP WITH PULLED JOINTS EXFILTRATE TRENCH VOLUME EXFILTRATE SEDIMENT SUMP
More informationVALLEY COUNTY MINIMUM STANDARDS FOR PRIVATE ROAD DESIGN AND CONSTRUCTION
MINIMUM STANDARDS FOR PRIVATE ROAD DESIGN AND CONSTRUCTION Adopted November 28, 2005 TABLE OF CONTENTS DEFINITION OF TERMS...II I. DESIGN CRITERIA... 1 A. GENERAL DESIGN CRITERIA... 1 B. ROADWAY CLASSIFICATION...
More informationThe following general requirements will be met for all planter box installations:
Greenville County Technical Specification for: WQ-25 PLANTER BOX 1.0 Planter Box 1.1 Description Planter boxes are designed to capture and temporarily store stormwater runoff. Planter Boxes are intended
More informationCosts Design Construction Operation Maintenance
LID Considerations Costs Design Construction Operation Maintenance LID Design Manuals New Hanover County, NC San Diego, CA City of Salinas, CA Washington, Puget Sound Partnership San Mateo Conventional
More informationPermeable Interlocking Concrete Pavement A Low Impact Development Tool Training for Developers
Permeable Interlocking Concrete Pavement A Low Impact Development Tool Training for Developers Presented by: Interlocking Concrete Pavement Institute The Low Impact Development Center, Inc. North Carolina
More informationGreen Street BMP Matrix
Bioswale Can be planted with either grass or native vegetation, bioswales are best served in residential, industrial, and commercial www.duluthstreams.ogr landuse with smaller tributary drainage areas.
More informationPage 19 L.L.C. (Previously the United Salad Co. Garage) 939 SE Alder St.
Page 19 L.L.C. (Previously the United Salad Co. Garage) 939 SE Alder St. Project Summary Project Type: Technologies: Major Benefits: Light industrial retrofit (parking lot) - demonstration project Landscape
More informationChapter 2 Roof Downspout Controls
Chapter 2 Roof Downspout Controls 2.1 Description This section presents the criteria for design and implementation of roof downspout controls. Roof downspout controls are simple pre-engineered designs
More informationTable 4.7.1: Swales Potential Application and Storm Water Regulation
4.7. Swales A swale is a vegetated open channel, planted with a combination of grasses and other herbaceous plants, shrubs, or trees. A traditional swale reduces peak flow at the discharge point by increasing
More informationGREEN INFRASTRUCTURE DESIGNS RAIN GARDEN
GREEN INFRASTRUCTURE DESIGNS RAIN GARDEN JULY 2015 RAIN GARDEN SCALABLE TOOL AND DESIGN TEMPLATE This tool and associated design files are one section of a larger toolkit: Green Infrastructure Designs:
More informationDesigning for Sustainability: A Consultant s Perspective
Session 462 Asphalt Pavement Sustainability Designing for Sustainability: A Consultant s Perspective Timothy A. Bevan, P.E. / CH2M HILL Transportation Research Board 87th Annual Meeting January 13-17,
More information12/31/2014 County of Mendocino s Low Impact Design Standards Manual v1.0 A P P E N D I X 8. Site Design Measures. 32 P a g e
12/31/2014 County of Mendocino s Low Impact Design Standards Manual v1.0 A P P E N D I X 8 Site Design Measures 32 P a g e Rooftop and Impervious Area Disconnection (Self-retaining areas) Description Disconnection
More informationJ. Paul Guyer, P.E., R.A.
J. Paul Guyer, P.E., R.A. Paul Guyer is a registered civil engineer, mechanical engineer, fire protection engineer, and architect with over 35 years experience in the design of buildings and related infrastructure.
More informationABBREVIATIONS: TABLE OF CONTENTS: REFERENCE MATERIALS: CITY OF SEATTLE COMBINED SEWER OVERFLOW GALLONS PER MINUTE POLYVINYL CHLORIDE SQUARE FEET
TABLE OF CONTENTS: ABBREVIATIONS: SHEET NO. A SHEET DESCRIPTION REFERENCE SHEETS TITLE SHEET COS CSO GPM PVC SF CITY OF SEATTLE COMBINED SEWER OVERFLOW GALLONS PER MINUTE POLYVINYL CHLORIDE SQUARE FEET
More informationwater that enters our streams during storms. Any water the rain garden can t accept will continue into the storm sewer system.
North Kensington Street and 32 nd Street North Green Street and Sewer Capacity Meeting Friday, July 20 and Monday, July 23, 2012 Summary of Citizen Questions and Concerns Thank you for participating in
More informationKittson Parkway / Watershed Park Parking Lot
Kittson Parkway / Watershed Park Parking Lot Date Constructed: Summer 2005 Site Location / Description: Kittson Parkway, North Delta, British Columbia. Permeable parking lot adjacent to Watershed Park;
More informationSEE:
The Seattle Green Factor is a menu of landscaping strategies that is required for all new development in neighborhood business districts with more than four dwelling units, more than 4, square feet of
More informationChapter 1 Introduction
Chapter 1 Introduction Bioretention systems, also known as biofiltration systems, biofilter or rain gardens, is a common stormwater mitigation measure. It utilises a low energy consumption treatment technology
More informationStructural Stormwater Best Management Practices
Structural Stormwater Best Management Practices for Small Commercial and Residential Applications Timothy Bruno Watershed Manager PA Department of Environmental Protection What are STRUCTURAL BMPs? Physical
More informationThe Benefits and Challenges Associated with Green Infrastructure Practices
The Benefits and Challenges Associated with Green Infrastructure Practices Thomas M. Evans ASLA, LEED AP Regional Green Infrastructure Design Services Director OWEA Technical Conference, June 20, 2013
More informationInvasive Plant Removal, Slope Stabilization, and Native Planting Manual
Invasive Plant Removal, Slope Stabilization, and Native Planting Manual Stockton Street Phillipsburg Warren County New Jersey July 2018 Contents Rain Garden Description 1 Responsible Owner Information
More informationStormwater Control Plan: Small (Tier 1) Land Development Project
Stormwater Control Plan: Small (Tier 1) Land Development Project Project ID for Tracking (for City Staff only): The California Regional Water Quality Control Board for the Central Coast Region (Water Board)
More informationFrom a Census of 680,000 Street Trees to Smart Stormwater Management: A Study of Efficacy and Economics of Street Tree Guards in New York City
From a Census of 680,000 Street Trees to Smart Stormwater Management: A Study of Efficacy and Economics of Street Tree Guards in New York City Elliott, R. M.i., Shetty N. H.i, Culligan P. J.i Green infrastructure
More informationCOMPOST : PART OF THE RAINSCAPES STRATEGY FOR REDUCING RUNOFF AND IMPROVING WATER QUALITY
COMPOST : PART OF THE RAINSCAPES STRATEGY FOR REDUCING RUNOFF AND IMPROVING WATER QUALITY 7 th Annual Potomac Watershed Trash Summit Silver Spring, Maryland Ann English, RLA, ASLA, LEED AP RainScapes Coordinator
More informationLOUISIANA STATE UNIVERSITY COMPREHENSIVE & STRATEGIC CAMPUS MASTER PLAN. APPENDIX G - Stormwater Study Findings & Stormwater Solutions
LOUISIANA STATE UNIVERSITY COMPREHENSIVE & STRATEGIC CAMPUS MASTER PLAN APPENDIX G - Stormwater Study Findings & Stormwater Solutions LSU: MP Narrative July 2017 3.5 Open Space Existing Conditions The
More information6.2 Flow-Through Planter
SAN MATEO COUNTYWIDE WATER POLLUTION PREVENTION PROGRAM 6.2 Flow-Through Planter Figure 6-8: At-grade flow-through planter. Source: City of Emeryville Best uses Treating roof runoff Next to buildings Dense
More informationUrban Water Management (ESRM 311 & SEFS 507) Cougar Mtn Regional Wildland Park & Lakemont Blvd, Bellevue WA
Urban Water Management (ESRM 311 & SEFS 507) Cougar Mtn Regional Wildland Park & Lakemont Blvd, Bellevue WA Lecture Today Urban Water management terms Examples of water management in urban areas Field
More informationCOMPLETE GREEN STREET CHECKLIST
COMPLETE GREEN STREET CHECKLIST This document was developed to dissect the structure of an urban street and explore opportunities to make our streets more complete while also integrating green street strategies.
More informationPost - Construction Hydromodification Development Requirements
Condensed Version - Interim Low Impact Development / Hydromodification Guidelines, City of Lompoc 1 Post - Construction Hydromodification Development Requirements I. PURPOSE A. The purpose of these requirements
More informationPortland, Oregon, (population 551,000) endeavors to maintain
Portland Tries Permeable Interlocking Concrete Street Pavements Known for its leadership in environment stewardship, The City of Portland, Oregon, placed over 19,000 sf (1,765 m 2 ) of permeable interlocking
More informationSite Design Measures. Chapter
Chapter 4 Site Design Measures This Chapter explains how low impact development (LID) site design measures can reduce the size of your project s stormwater treatment measures. Site design measures for
More informationTree Pits Construction Guide
Tree Pits Construction Guide What are tree pits? Tree pits collect stormwater runoff from small carpark areas or roads. Runoff filters through the tree roots and surrounding soil mix, trapping sediment
More informationGREEN COLLECTION E C O - F R I E N D LY P E R M E A B L E P A V E R S T R E M R O N. C O M
GREEN COLLECTION E C O - F R I E N D LY P E R M E A B L E P A V E R S T R E M R O N. C O M MANAGE STORMWATER RUNOFF 4 x8 : 96 specially designed pavers will reduce or eliminate storm water run-off and
More informationGreen City, Clean Waters
Green City, Clean Waters Green Infrastructure Maintenance Manual Consent Order & Agreement Deliverable VIII City of Philadelphia Combined Sewer Overflow Long Term Control Plan Update Submitted to The Commonwealth
More informationGoing Green with the NYS Stormwater Design Standards
Going Green with the NYS Stormwater Design Standards Shohreh Karimipour, P.E. NYSDEC History of Stormwater Management Ancient Greek Cisterns Water Cistern Systems in Greece from Minoan to Hellenistic Period,
More informationV-5 TREE PROTECTION AND LANDSCAPING REQUIREMENTS
V-5 TREE PROTECTION AND LANDSCAPING REQUIREMENTS V-5.1 General A. Intent: It is the intent of this section to establish protective regulations for trees within the City of Milton, in order to better control
More informationHEALTH SCIENCES BUILDING REDEVELOPMENT PROJECT
INTRODUCTION In recent years, the University of Cincinnati (University) has demonstrated a commitment to identifying and implementing sustainable goals and objectives throughout University s Uptown Campuses.
More informationIntroduction to Low Impact Development. Fred Milch. East Central Florida Regional Planning Council
Introduction to Low Impact Development Fred Milch East Central Florida Regional Planning Council Low Impact Development (LID) Low impact development (LID) is a term used to describe a land planning and
More informationSECTION PLANTING PART 1 - GENERAL 1.1 RELATED DOCUMENTS
SECTION 329000 PLANTING PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Special Conditions and Division 01 Specification Sections, apply
More informationGeneral Information. Site Conditions. 9b 9b. 9a 1b. Best Management Practices Illustration
Model Construction SWPPP Planning & Development Services 1800 Continental Place Mount Vernon WA 98273 voice 360-416-1320 inspections 360-416-1330 www.skagitcounty.net/stormwaterpermitting Permit #: General
More informationWhat is YOUR biggest challenge in stormwater control measure accounting/planning?
Introduction Name Affiliation What is YOUR biggest challenge in stormwater control measure accounting/planning? 1 Opti-Tool Outreach Workshop Part 1 Research Based Stormwater System Accounting November,
More informationDetroit Stormwater Rules and Drainage Fee Updates
2016 Regional Stormwater Summit Detroit Stormwater Rules and Drainage Fee Updates Dan Christian, PE, D.WRE Tetra Tech INTRODUCTION 10/7/2016 DRAFT - For Discussion Purposes Only 2 Historically No formal
More information